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Table R602.10.3(1) Bracing Requirements Based on Wind …
https://basc.pnnl.gov/library/table-r6021031-bracing-requirements-based-wind-speed
Table R602.10.3 (1) Bracing Requirements Based on Wind Speed Building America Solution Center is a resource of the U.S. Department of Energy's Building Technologies Office. Contact | Building Technologies Office OFFICE of ENERGY EFFICIENCY AND RENEWABLE ENERGY Forrestal Building 1000 Independence Ave. SW Washington DC 20585 An office of About EERE
AS1684 SS N2HouseBracing.ppt - boeingconsult.com
https://www.boeingconsult.com/tafe/as1684/AS1684%20SS%20N2HouseBracing.pdf
(for Wind direction 2 – Hip end – Long length of building) Roof pitch = 22.5° Table 8.2 is used for determining the pressure on single orpressure on single or upper storey elevations where the wind directionwhere the wind direction is at 90o to a ridge and for wind speeds N1, N2, N3 & N4. NOTE: Table 8.2 is W = 7.4m applicable as the roof
Bracing Walls for Wind: Calculating the Required Length of
https://www.jlconline.com/how-to/bracing-walls-for-wind-calculating-the-required-length-of-bracing_o
In the three examples below, we use Foley's method to find the required bracing for the first floor of the example house shown. Step 1: Locate the braced wall lines (BWLs) on the plans. Remember, BWLs do not have to line up with actual walls. In this example, BWL 1 accommodates a few walls that are all within the 4' maximum offset.
WIND CLASSIFICATION, - Stratco
https://www.stratco.com.au/siteassets/pdfs/wind_speed_design_guide.pdf
*This is an approximate method for estimating wind speeds for residential structures only. For full analysis refer to Australian Standard AS/NZS1170.2:2011. eg. LESS THAN 2.5 HOUSES PER HECTARE UPWIND FULL SHIELDING eg. 10 HOUSES PER HECTARE UPWIND PARTIAL SHIELDINGeg. 2.5 HOUSES PER HECTARE UPWIND NO SHIELDING NSWIND DIRECTION …
N2 wind rating - worth building to N3 for "stronger" home?
https://forum.homeone.com.au/viewtopic.php?t=52109
An N2 classification means the house has to stand up in winds of 26m/sec (93.6 kmh) and gusts of 40m/sec (144 kmh). The construction methods used over the past century (or so) will handle these situations. eg Nailing the bottom plate near the base of Bracing to the slab or B&J is enough to transmit the wind loads to the ground.
TAFE subject AS 1684 .2 Section 8 (Bracing)
https://boeingconsult.com/tafe/as1684/bracing.htm
The bracing should be evenly distributed. Sheet bracing walls shall be a minimum of 900 mm wide to satisfy the requirements of their nominated ratings (Claus 8.3.6.3 & 8.3.6.5). The max. spacing between braced walls at right angles to the building length or width shall not exceed 9 metres for wind classification up to N2.
Load resistance - RMIT
https://www.dlsweb.rmit.edu.au/Toolbox/buildright/content/bcgbc4010a/11_wall_systems/02_bracing/page_002.htm
Wind classifications. The wind classification needs to be known when designing a bracing system. Winds are classified according to: building height; geographical region; terrain category; shielding classification; topographical classification. The following are the classifications for non-cyclonic regions: N1 - W28N for 100 km/h gust; N2 - W33N ...
AS 1684 Part 2 - Non cyclonic areas - WoodSolutions
https://www.woodsolutions.com.au/1684-part-2-non-cyclonic-areas
AS 1684.2 covers design and construction details for non-cyclonic areas. Four wind classifications are covered: N1, N2, N3 and N4 (previously 28, 33, 41 and 50 m/s). Amendments Due to wide use of the Standard and new residential designs not covered by the Standard, further amendments or additions are necessary to maintain the Standard's relevancy.
WIND CLASSIFICATION - Lysaght
https://professionals.lysaght.com/sites/default/files/techincal_specs/LysaghtDesignGuideWindClassificationMay2017.pdf
AS4055 -2012 sets out 10 wind classes N1~N6 & C1~C4. The classification is a combination of wind region, terrain category, shielding and topography. By determining the appropriate wind class, the user can use AS4055 and other design aids to design dwelling or parts of dwelling for wind load accordingly. Step 5. Wind Classification Legend:
Wind Classification to AS4055-2012 - Structural Engineers
https://www.cornellengineers.com.au/wp-content/uploads/2018/03/Wind-Classification-to-AS4055-2012.pdf
•AS4055 “Wind Loads for housing” and is a simplified version of AS1170.2. •Engineers, designers, builders, architects and manufacturers in the Residential sector. •Used to classify sites into 1 of 10 bracketed wind speed categories. •Speed Pressures …
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